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PUBLIC TERRACE IN SARZHYN YAR PARK, KHARKIV

Location
Kharkiv, Sarzhyn Yar Park
Date
May 2019
Ground screws
73 pcs
Object type
Public Terrace
Challenges
Implementing the project within a city park required precise engineering solutions and a sensitive approach to construction conditions:
SELECTION CRITERIA
FOR THE ENGINEERING SOLUTION
The key criteria were the ability to adapt the foundation to challenging terrain, fast installation, and control of support geometry without large-scale excavation.
Adopted Engineering Solution
A pile-screw foundation was chosen for the project, which allowed to:
The foundation design was developed taking into account the terrace loads and operating conditions in an open public space.
РЕАЛІЗОВАНІ РІШЕННЯ
Інженери PILLAR
розробили проєкт палійно-
гвинтового фундаменту
Який ідеально підходить

Конструкція:

A pile-screw foundation was chosen for the project, which allowed to:

Тип паль:

Навантаження:

Особливості монтажу
Implementation Process
Engineering Assessment of the Site

An analysis of the slope’s topography was conducted, and the design elevations and pile installation points were determined.

A layout of the ground screws was developed, taking into account the elevation differences and terrace geometry.

The screws were manufactured in accordance with the project specifications.

Seventy-three ground screws were installed with strict control of vertical alignment and elevation marks.

The foundation was handed over for the subsequent installation of the above-ground structure.

Result
The use of a pile-screw foundation made it possible to complete the project within a short timeframe while addressing the challenging terrain and public space requirements:
That is why the client turned to PILLAR

they required an engineering solution for installing a public terrace on a slope with minimal impact on the landscape.

That is why the client turned to PILLAR

they required an engineering solution for installing a public terrace on a slope with minimal impact on the landscape.

6 (1)2-2
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